This contractor installed spun concrete structural columns as an alternative to steel section columns as a less carbon intensive and more efficient install.
The spun concrete increases strength when compared to traditionally cast concrete as it removes air pockets (C75 to C110 MPA), with the process having less than half the embodied carbon of the equivalent steel section.
This process also has potential programme efficiencies with less temporary works involved in erection due to the architecturally pleasing finish.
To find out more, click the link below.
Information provided by Mace
The Scheme does not promote or endorse any products, goods or services. For more information, click here.